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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | -1.00₹1.2 CrAccepted-AOC | ₹1.2 Cr | -1.00 | Accepted-AOC Accepted |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Sl.No.12-A,B,C,D,E,H Not Produced Properly |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Sl.No.5,8 Not produced |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Sl.No.2,3,4,5,6,8,9,10,A,B,C,D,E,H Not Produced Properly |
Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
8 Aug 2023, 3:00 pmClosed
Executive Officer
Palapallam Town Panchayat
Providing cement concrete pavement and construction of retaining wall at Midalakulam Kumpalankavu Nankkulam Vaikalkarai road and Manali Puliyankulam Esakkiyammankovil road in Pa l apal lam T own Pancha yat.
2023_DTP_352078_1
78/2023/A1
Open Tender
Civil Works - Roads
Works
180 days
Palapallam Town Panchayat
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.4 L
Palapallam Town Panchayat
21 Aug 2023
29 Jul 2023
8 Aug 2023
29 Jul 2023
8 Aug 2023
29 Jul 2023
2 Aug 2023
Amount
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc complete complying with SS20B. TNDSS No:23&24
Cement concrete of mix 1:4:8 (one part of cement four part of sand and eight part of aggregates) using 40 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification. TNDSS No:28
Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications. TNDSS No:30&86
Cement concrete of mix 1:3:6 (one part of cement three part of sand and six part of aggregates) using 20 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification. TNDSS No:24
Cement concrete 1:2:4 (one part of cement two part of sand and four part of aggregates) using machine broken granite jelly of 20 mm size for all cement concrete works excluding cost of centering shuttering strutting and also cost of reinforcement grill in position but including laying vibrating with mechanical vibrators using finishing etc complete, as directed by the departmental officers etc complete complying with standard specification. TNDSS No:30
Providing and Iaying in position, Standardised Concrete Mix M-20 Grade in accordance with IS:456-2000, using 20 mm aid down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m³ and maximum water cement ratio of 0.55, including admixture (Plasticiser / Super Plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 m³) 7730 Kg. of 20 mm machine crushed stone jelly and with about (3.30 m³) 5156 Kg of 10-12 mm machine crushed stone jelly and with about (4.79 m³) 7670 Kg of sand, but excluding cost of reinforcement grill and fabricating charges, centring and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra etc complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards.
Providing and fixing bitumen tar pad including cost and conveyance of expansion joints, shallimar pad and jointing seal lands and fixing them in position etc. complete as per standard specification as directed by Engineer in charge.
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